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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.7 LAccepted-AOC | ₹7.7 L | L1 | Accepted-AOC OK |
| 2 | L2₹7.9 L+₹20,638.59 (2.67%)Rejected-Finance | ₹7.9 L+₹20,638.59 (2.67%) | L2 | Rejected-Finance REJECTED |
| Sl No | Description | Qty | Unit | TE YELLOW CITY BUILDERS L1 | VETRI CONSTRUCTION L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation in all kinds of soils and sub soils to full depth as directed by the departmental officers except hard rock requiring blasting inclusive of shoring strutting and balling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of 15cm thick well rammed and consolidated and depositing the surplus earth with in the compound in places shown by the departmental officers with initial lead of 10 meters and initial lift of 2 meters including clearing leveling the site etc., complete complying with standard specification (TNDSS No. 23, 24) | 74 | M3 | 230 ₹17,020 Lowest | 245 ₹18,130 |
| 2.00 | Cement concrete 1:4:8 mix (One cement four sand and eight metal) using 40mm ISS hard broken granite stone jelly for foundation and flooring including dewatering wherever necessary and laid in layers of not exceeding 15cm thick to required thickness including all labour charges ect complete as per standard specification | 21 | M3 | 5,342 ₹1,12,182 Lowest | 5,415 ₹1,13,715 |
| 3.00 | Plain Cement Concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers. | 57 | M3 | 6,715 ₹3,82,755 Lowest | 6,750 ₹3,84,750 |
| 4.00Centering for sides and soffits of such as lintels, slab that beams plain surface etc., complete excluding strutting upto 3.30 M height using mild steel sheet of size 90 c.m x 60 c.m and 10 gauge stifer with M.S. angles of size 25 mm x 25 mm x 3mm laid over silver w.c.wood joints of size 10 c.m. x 6 c.m. spaced at about 90 c.m. c/c and supported by casurins props of 10 c.m. to 13 c.m. dia spaced 75 c.m. centre to centre complying with as per standard specification. | |||||
| 4.01 | Body Wall | 150 | M2 | 594 ₹89,100 Lowest | 650 ₹97,500 |
| 4.02 | Slab | 26 | M2 | 1,189 ₹30,909.24 Lowest | 1,215 ₹31,585.14 |
| 5.00 | Reinforced cement concrete 1:1.5:3 mix (One cement one point five sand and three aggregate) for all reinforced cement concrete works using 20mm ISS gauge hard broken granite stone metal including cost and conveyance of all materials at site including all labour charges for concrete mixing laying concrete finishing the surface neatly watering curing property laid excluding the cost of steel reinforcement and centering etc., complete complying with standard specification | 8.5 | M3 | 9,153 ₹77,809.65 Lowest | 9,350 ₹79,484.35 |
| 6.00 | Supplying and fabrication placing in position of M.S. (or) RTS rods for required size and length as directed by the departmental officers approved design including bending cutting tying and cost of binding wire cost and conveyance of all materials to site etc., complete as per standard specification | 700 | Kg | 91.5 ₹64,050 Lowest | 99 ₹69,300 |
Tender Value
₹9.3 L
EMD Value
₹9,300
Closing Date
27 Feb 2026, 3:00 pmClosed
THE COMMISSIONER,ERODE CITY MUNICIPAL CORPORATION
246, MEENAKSHI SUNDARANAR SALAI, ERODE - 638001
Construction of Storm water drain and Culvertat Keel Thindal Road Infront of Thindal Kovil in ward No 30
2026_MAWS_666928_1
E1-0190-2026-7-ERODE CITY MUNICIPAL CORPORATION
Open Tender
Civil Works
Works
90 days
ERODE CITY MUNICIPAL CORPORATION
Please refer Tender documents.
1 document required · 1 mandatory
₹1,770
₹9,300
13 Jul 2026
26 Feb 2026
27 Feb 2026
26 Feb 2026
27 Feb 2026
26 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation for foundation in all kinds of soils and sub soils to full depth as directed by the departmental officers except hard rock requiring blasting inclusive of shoring strutting and balling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of 15cm thick well rammed and consolidated and depositing the surplus earth with in the compound in places shown by the departmental officers with initial lead of 10 meters and initial lift of 2 meters including clearing leveling the site etc., complete complying with standard specification (TNDSS No. 23, 24) | 74 | M3 | - | - |
| 2 | Cement concrete 1:4:8 mix (One cement four sand and eight metal) using 40mm ISS hard broken granite stone jelly for foundation and flooring including dewatering wherever necessary and laid in layers of not exceeding 15cm thick to required thickness including all labour charges ect complete as per standard specification | 21 | M3 | - | - |
| 3 | Plain Cement Concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers. | 57 | M3 | - | - |
| 4Centering for sides and soffits of such as lintels, slab that beams plain surface etc., complete excluding strutting upto 3.30 M height using mild steel sheet of size 90 c.m x 60 c.m and 10 gauge stifer with M.S. angles of size 25 mm x 25 mm x 3mm laid over silver w.c.wood joints of size 10 c.m. x 6 c.m. spaced at about 90 c.m. c/c and supported by casurins props of 10 c.m. to 13 c.m. dia spaced 75 c.m. centre to centre complying with as per standard specification. | |||||
| 4.01 | Body Wall | 150 | M2 | - | - |
| 4.02 | Slab | 26 | M2 | - | - |
| 5 | Reinforced cement concrete 1:1.5:3 mix (One cement one point five sand and three aggregate) for all reinforced cement concrete works using 20mm ISS gauge hard broken granite stone metal including cost and conveyance of all materials at site including all labour charges for concrete mixing laying concrete finishing the surface neatly watering curing property laid excluding the cost of steel reinforcement and centering etc., complete complying with standard specification | 8.5 | M3 | - | - |
| 6 | Supplying and fabrication placing in position of M.S. (or) RTS rods for required size and length as directed by the departmental officers approved design including bending cutting tying and cost of binding wire cost and conveyance of all materials to site etc., complete as per standard specification | 700 | Kg | - | - |
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